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  • Long Term in Consolidation analysis

    Hi hello, can you help me with this case? I want to analyze the long-term session, but the output said this, can you help to solve this issue? thanks

  • Materials overview in the Model explorer

    Application PLAXIS 2D PLAXIS 3D Version PLAXIS CONNECT Edition Version 22 Date created 24 January 2022 Date modified 24 January 2022 Original author Stefanos Papavasileiou - Bentley Technical Support Group …

  • How to validate a material via the GUI and command line

    Application PLAXIS 2D PLAXIS 3D Version PLAXIS CONNECT Edition V22 Date created 24 January 2022 Date modified 24 January 2022 Original author Stefanos Papavasileiou - Bentley Technical Support Group Introduction…

  • OC-Clay - PLAXIS UDSM

    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D CONNECT Edition V20 Update 1 PLAXIS 3D CONNECT Edition V20 Update 1 Date created 7 January 2020 Date modified 7 January 2020 A Constitutive Model for Overconsolidated…

  • Creep-SCLAY1S - PLAXIS UDSM

    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 22 August 2018 Date modified 21 September 2020 The Creep-SCLAY1S model is capable of simulating the anisotropic and rate-dependent behaviour…

  • Swelling Rock Model - PLAXIS UDSM

    Application PLAXIS 2D Version PLAXIS 2D Date created 10 February 2014 Date modified 10 February 2014 The Swelling Rock model is a user-defined model that can be used to simulate the time-dependent anisotropic swelling…

  • Capacity Analysis of Suction Anchors in Clay by 3DFoundation

    Application PLAXIS 2D PLAXIS 3D Version 3DFoundation PLAXIS 2D Original Author L. Andresen, L. Edgers, H. P. Jostad Date created 14 November 2011 Date modified 24 October 2016 This article describes the…

  • Identification of constitutive parameters reconstituted and natural Pisa clay

    Application PLAXIS 2D Version PLAXIS 2D Original Author T. Knabe, T. Schanz Date created 19 October 2011 Date modified 24 October 2016 Parameters of constitutive models are generally obtained by comparing…

  • Anisotropic Clay Models: S-CLAY1 and S-CLAY1S - UDSM

    Application PLAXIS 2D Version PLAXIS 2D Date created 02 May 2011 Date modified 02 May 2011 S-CLAY1S is an elasto-plastic model that account for initial and plastic strain induced anisotropy via a rotational hardening…

  • Sekiguchi-Ohta Model

    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 02 May 2011 Date modified 02 May 2011 The Sekiguchi-Ohta model is a Cam-Clay type effective stress model for the behaviour of clay-type soils…

  • Soft Soil Model

    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 02 May 2011 Date modified 02 May 2011 The Soft Soil model is a Cam-Clay type model especially meant for primary compression of near normally…
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